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隧道建设(中英文) ›› 2007, Vol. 27 ›› Issue (4): 79-81,84.DOI: B

• 施工技术 • 上一篇    下一篇

厦门机场路JC3标梧村山浅埋大跨连拱隧道沉降控制对策

梁超   

  1. 厦门路桥集团有限公司
  • 收稿日期:2007-06-04 出版日期:2007-08-20 发布日期:2009-12-04
  • 作者简介:梁超|男|工程师|毕业于东北林业大学(本科)|主要从事工程建设管理。

Settlement Control Countermeasures for Shallowlyburied Doublearch
Tunnels with Large Spans: Case Study on Wucunshan Tunnel on JC3
Bid Section of Airport Highway in Xiamen, China

LIANG Chao   

  1. Xiamen Road &|Bridge Group Co., Ltd.
  • Received:2007-06-04 Online:2007-08-20 Published:2009-12-04

摘要:

厦门机场路JC3标梧村山隧道位于市区繁华地带,为双向六车道公路隧道,下穿67栋浅基础建筑物,围岩软弱,开挖跨度大,埋深浅,施工难度和风险很大,主要阐述了该隧道在开挖过程中从隧道开挖方法、房屋加固、地基加固、施工技术、监测等方面所采取的地表沉降控制对策。

Abstract:

Located in busy downtown area,Wucunshan tunnel on JC3 bid section of airport highway in Xiamen is a highway tunnel consisting of 6 lanes in both directions. Due to the soft surrounding ground, large excavation span and shallow depth of Wucunshan tunnel, which goes underneath 67 buildings with shallow foundations, there exist great difficulties and risks in the construction of the tunnel. The settlement control countermeasures in respect of excavation methods, building consolidations, ground reinforcement, construction technology and construction monitoring that are taken during the excavation of the tunnel are presented in the paper.

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